Share:

MOORE RD over CROW CREEK 034

Carter County, Montana

Map

Coordinates:
+45.49103, -104.97462
45°29'28" N, 104°58'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	MOORE RD over CROW CREEK 034
Structure number:	L06032000+02001
Location:	21M NW HAMMOND
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	49.9 ft. `[15.2 m]`
Roadway width between curbs:	14.8 ft. `[4.5 m]`
Deck width edge-to-edge:	16.7 ft. `[5.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1938
Year reconstructed:	2000
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2004]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	49.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Satisfactory	Satisfactory	Fair	100	49.0
September 2015	Fair	Good	Satisfactory	Fair	100	50.6
September 2013	Fair	Good	Satisfactory	Fair	100	50.6
September 2011	Fair	Good	Satisfactory	Good	100	56.8
September 2009	Fair	Good	Satisfactory	Good	100	57.9
September 2007	Good	Good	Good	Good	100	58.1
October 2005	Good	Very Good	Very Good	Very Good	100	48.9
March 2004	Good	Very Good	Very Good	Very Good	100	48.9
November 2001	Good	Very Good	Very Good	Very Good	100	58.0
November 1999	Poor	Satisfactory	Poor	Serious	100	33.4
February 1998	Poor	Satisfactory	Poor	Serious	100	33.4
November 1995	Fair	Good	Satisfactory	Satisfactory	31	56.9
May 1994	Fair	Satisfactory	Satisfactory	Satisfactory	31	59.0
February 1992	Fair	Satisfactory	Satisfactory	Satisfactory	31	60.4
March 1990	Fair	Good	Very Good	Satisfactory	31	69.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	351	0	351	0	0
Substructure
Steel Abutment	linear ft.	85	85	0	0	0
Steel Protective Coating	sq. ft.	680	408	272	0	0
Steel Pile	each	4	0	4	0	0
Steel Protective Coating	sq. ft.	101	100	1	0	0
Steel Pier Cap	linear ft.	39	0	39	0	0
Deck
Timber Deck	sq. ft.	840	840	0	0	0
Wearing Surfaces	sq. ft.	300	0	267	33	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1315755